HomeMy WebLinkAbout988 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES * GENERAL NOTES
N0. DESCRIPTION QUANTITY UN TITLE SHEET FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA
STANDARDS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION.
S
CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE
STANDARDS AND SPECIFICATIONS.
I CONST Y A.C. OVER 4' A.B. 39982 SF 2. ALL PIPELINES OR SUBSTRUCTURES Of ANY KIND, TELEPHONE OR POWER POLES, WATER METERS,
2 CONST 6" CURB a GUTTER PER STD. DWG. NO. 303 . MODIFIED 1692 LFTRACT NOe 12942 VALVES,^IRE NrWAh7S, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY
LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED,
3 CONST. 4" P. C.C. SIDEWALK PER STD. DWG. NO . 310 . 4 7 1 I S.F RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
4 CONST. DRIVEWAY APPROACH PER STD. DWG. N0. 305 6930 S.F 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR
TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR
5 INSTALL STREET NAME SIGN PER STD. DWG. NO. 40Z 4 EA RIGHT=OF-WAY.
>ri. /IIIA t' 779 /A,',TMLL.4T/OXT OW AW AfP"W, .4 "47rrl,4LS ,rf/!51'rT SA ZZ QE Ir Tf/f
INSTALL STREET LIGHT C 58 00 LUMENS H.P S.V. ) 7 EA Cirr e&Q/. eZrA' L/srIA" .I TESTS OSP c4'"1PL ETEO ro �E�iFr•• siFVE
7 CONST. 8" CURB and GUTTER PER STD. DWG. N2 303 288 LF A1/.4LrsI ANO 41 EOC//I-AZe%17 OF .46aeFa4rE BASE
8 CONST CURB TRANSITION ( 6" CURB FACE TO 8" CURB FACE) 65 LF
STREET TREES PER STD. DWG. NQ 6001 53 EA 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL
BE CONSTRUCTED PRIOR TO PAVING.
9 CONST. LOCAL DEPRESSION PER STD. N° 518. 2 Ea 6. COMPACTION TESTS OF EMBANKMENT- CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND
rq• 12 -040 AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A
J J WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR
APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING.
PER AI 86/7 7. AT THE COMPLETION OF PAVINGII MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER.
I ( LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STAQ/L/Tr, OIL CGW72W7 ANO
�--�C� WHEN • W 70 OF PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE
J/9 11DSUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND
4Z �I 40 3S 37 1 ' ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER
3�0 THAN THE NATIVE MATERIAL.
I 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
- CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
OA11oV 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, ORDERLY STATE,
l THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING
REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE
INSTALLATIONS WILL BE THE RESPONSIBILITY OF TFEOOVeZ* WAND SHALL BE ACCOMPLISHED IN
3D 3� 3Z 33 34 45 / �j COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS.
/1 B6/7 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND
�D . ,r SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR
INDIRECTLY FROM HIS OPERATIONS ,?AfAWSMVFACILITIES ARE SHOWN ON THESE PLANS.
13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE
INSTALLED.
_.
15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SHALL BE STAKED WITH 3' OFFSETS AT
rEX 1414101 d6W7 � ,� 10010t 12.5' INTERVALS. PLACE 3/4" DOWEL PINS ,AT .ALL
EXPANSION J?OY/I,N(/TSO.
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0U.DNT/T/ES AAII &A0 A 6aAfPL ETE JOS. � � J J - �� 14 t0 ti` S ---_�=/�4►GE lope/O,P ro l'wA'1A_v m�EAV1r sP07 of &r SVP-,N ` PE�Pso uwEt_
P/ii/ii/.4CLE PE X - 17• IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STINT REGISTERED BY THE
E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S
AI F RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING.
12
v �"� - t7 t4 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE
•J DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES
ZG ZS 1� 17 i 16 /1 14 13 A? JI lD 9 BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT
SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE
OTHER ITEMS OF WORK.
19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES.
7"" R&Z711 aR'S- PLACE _ 20. STREET S/GA/S PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE
�+�U�� SEE S,/,�EET NO. 3 � C�� � CONSTRUCTED AT EACH INTERSECTION.
4 C. 1:--AWP710a 5,41,*lt &E- /FRFOAVIII !A' A&7;V AP-mLDE .I TEST r,*AprW
SEE Sf,/EET NO. 7 e M.. 9617 _ 70 Pe,-r it 1AI .ST.PUC7iAC-4L SECT/O,t/S'("P,P/O,P 777 IIIA' XL wZ,4W XPPROI�XLJ
27. ,4LL Ul/L/T/E�',F/,CSE f1V/J,Pdt/T✓�, ST,t�EE1' G/Cf/�✓-,N1,0/L fJrOXE�,ETC. sNQtL �E,nL.4CEO
SCAL E�/'i/OD
PRIVATE ENGINEER 'S NOTICE TO CONTRACTOR
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS
AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED .TO NORMAL
WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE
ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS
IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE
RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ON STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN
ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR
NOT SHOWN ON THESE PLANS.
50'
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so�rHE�wo��Fo�e�u�.� cis co��.��r a.
2/9/ IF. .B/.PCf/ CITY OF RANCHO CUCAMONGA
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a ZI`Z`d"CfI �, A"ew, CAL. 926 2/ ?A,vrA.v ST.
(714)529 2889 (714)5ZA1-2070
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GEi!/EiP�L TEL!, PIMIr/E l'D/y�.9�f/�'•' erER,u,9�'O/If/o /!✓)' APPROVED BY DATE
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QEVEL OPER: Et�MON,9, CAL.
P/l1llVA CL E PEAK COURT * (800) 422- 4/32 y DESIGN RE DED
KA[/fMAN ! BROAD � WelFIC ffELL C'DM0,oI`: ALL�r. & FOREMAN, INC.
319_3CoeoAlll0o ST DRAWN 3186-L AIRWAY AVE. SHEET
TE TON PEAK COURT* 1160/ W/LSff IRE S01/,IAD AN.9HE/M, C19. 92807 COSTA MESA, CAL. 92626- 4675
MT. RUSNMORE PLACE * * LOS AN6ELE5 CA. X0025 - 174-8 (7/4> 999-51739 V/C/&/>rrMwP • • - (714) 641-8777 I OF 3
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